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HomeMy WebLinkAboutPLANSL0 M O O i d7 6'-3" 0 FLOOR PLAN SCALE: 1 /4" = V-0" CHIMNEY CAP 20'-0" 7'-6„ 6.-3„ CHI NEY ^ I I N L ELECTRICAL LEGEND CEILING FAN ® W/ LIGHT FIXTURE LIGHT SWITCH 110 V. RECEPTACLE ^ ✓ WIRE INDICATION m b SIMPSON SP1 @ EA. STUD GALV. FLASHING GALV. FLASHING N SPI @ EA. STUD STRUCTURAL SHEATHING (E) OVERHANG TO REMAIN TYPICAL ALL SIDES 2x4's @ 16" O.C. (E) TRUSS BEHIND CHIMNEY TO REMAIN (2) 16d COMMON NAILS EA. STUD (3) 10d NAILS AS SHOWN TYP. SECTION SCALE: 3/4" = V-0" 51 SCALE: 3/16" = 1'-O" AREA OF WORK �— v ---------� CHIMNEY CAP GALV. FLASHING STRUCTURAL SHEATHING TYPICAL ALL SIDES —(E) ROOFING TO REMAIN GALV. /(E) STRUCTURAL SHEATHING TO REMAIN FLASHING // VERIFY 2x4 BLOCKING @ 4'-0" O.C. // FORM GABLE END FOUR SPACES BETWEEN TRUSS TOP CHORD \ 2x4's @ 16" O.C. (2) 16d COMMON NAILS EA. STUD (E) P.E. TRUSS PER PLAN STRUCTURAL -GENERAL NOTES DESIGN CRITERIA AND LOADS: 1. WIND DESIGN: WIND SPEED (MPH) V(ADJ)=127 V(ULT)=160 RISK CATEGORY II EXPOSURE CATEGORY C ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT CPI =+/- 0.18 TOPOGRAPHIC FACTOR KZT =1.0 2. THE CONTRACTOR HAS THE RESPONSIBILITY TO NOTIFY THE STRUCTURAL ENGINEER OF RECORD (SER) OF ANY ARCHITECTURAL, MECHANICAL, ELECTRICAL, OR PLUMBING LOAD IMPOSED ONTO THE STRUCTURE THAT DIFFERS FROM, OR THAT IS NOT DOCUMENTED ON THE ORIGINAL CONTRACT DOCUMENTS (ARCHITECTURAL/ STRUCTURAL/ MECHANICAL/ ELECTRICAL OR PLUMBING DRAWINGS). PROVIDE DOCUMENTATION OF LOCATION, LOAD, SIZE AND ANCHORAGE OF ALL UNDOCUMENTED LOADS IN EXCESS OF 400 POUNDS. PROVIDE MARKED -UP STRUCTURAL PLAN INDICATING LOCATIONS OF ANY NEW EQUIPMENT OR LOADS. SUBMIT PLANS TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO INSTALLATION. GENERAL REQUIREMENTS 1. PLAN AND DETAIL NOTES AND SPECIFIC LOADING DATA PROVIDED ON INDIVIDUAL PLANS AND DETAIL DRAWINGS SUPPLEMENTS INFORMATION IN THE STRUCTURAL GENERAL NOTES. 2. THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE "FLORIDA BUILDING CODE (FBC)", SIXTH EDITION, HEREAFTER REFERRED TO AS THE FBC, AS ADOPTED AND MODIFIED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE THE LATEST EDITION OF THE STANDARD UNLESS A SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFIC SECTION IN A CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE STANDARD. 4. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, CIVIL AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION INCLUDING BUT NOT LIMITED TO: DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS, NON -BEARING WALLS, STAIRS, FINISHES, DRAINS, WATERPROOFING, RAILINGS, CURTAIN WALLS, DEPRESSIONS, MECHANICAL UNIT LOCATIONS, AND OTHER NONSTRUCTURAL ITEMS. 5. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND ACCURACY OF THE WORK WITH ARCHITECT, ENGINEER(S) AND OTHER TRADES; FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION PROCESSES; FOR TECHNIQUES OF ASSEMBLY; AND FOR PERFORMING WORK IN A SAFE AND SECURE MANNER. 6. IN CASE OF DISCREPANCIES BETWEEN THE GENERAL NOTES, SPECIFICATIONS PLAN/DETAILS, REFERENCE STANDARDS, THE ARCHITECT/ENGINEER SHALL DETERMINE WHICH SHALL GOVERN. SHOULD ANY DISCREPANCY BE FOUND IN THE CONTRACT DOCUMENTS, THE CONTRACTOR WILL BE DEEMED TO HAVE INCLUDED IN THE PRICE THE MOST EXPENSIVE WAY OF COMPLETING THE WORK, UNLESS PRIOR TO THE SUBMISSION OF THE PRICE, THE CONTRACTOR ASKS FOR A DECISION FROM THE ARCHITECT/ENGINEER AS TO WHICH SHALL GOVERN. ACCORDINGLY, ANY CONFLICT IN OR BETWEEN THE CONTRACT DOCUMENTS SHALL NOT BE A BASIS FOR ADJUSTMENT IN THE CONTRACT PRICE. 7. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA AND DOSH (DEPARTMENT OF OCCUPATIONAL SAFETY AND HEALTH). 8. THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE GENERAL CHARACTER AND EXTENT OF THE PROJECT AND ARE NOT INTENDED TO SHOW ALL DETAILS OF THE WORK. ARCHITECTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL DIMENSIONS. 9. ALTERNATE PRODUCTS OF SIMILAR STRENGTH, NATURE AND FORM FOR SPECIFIED ITEMS MAY BE SUBMITTED WITH ADEQUATE TECHNICAL DOCUMENTATION TO THE ARCHITECT/ENGINEER FOR REVIEW. ALTERNATE MATERIALS THAT ARE SUBMITTED WITHOUT ADEQUATE TECHNICAL DOCUMENTATION THAT SIGNIFICANTLY DEVIATE FROM THE DESIGN INTENT OF MATERIALS SPECIFIED MAY BE RETURNED WITHOUT REVIEW. ALTERNATES THAT REQUIRE SUBSTANTIAL EFFORT TO REVIEW WILL NOT BE REVIEWED UNLESS AUTHORIZED BY THE OWNER. 10. ALL BUILDING SITES SHALL BE GRADED TO PROVIDE DRAINAGE UNDER ALL PORTIONS OF THE BUILDING AND AROUND THE BUILDING PERIMETER TO ALLOW DRAINAGE AWAY FROM THE STRUCTURE. 11. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE W1 FH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, DIMENSIONS, ELEVATIONS,ETC. 12. SHOP DRAWINGS SHALL BE REVIEWED BY CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. 13. CHANGES AND ADDITIONS MADE ON RE -SUBMITTALS SHALL BE CLEARLY CLOUDED AND NOTED. ARCHITECT/ENGINEER REVIEW WILL BE LIMITED TO THOSE ITEMS CAUSING THE RE -SUBMITTAL. 14. DISCREPANCIES, OMISSIONS, OR INCONSISTENCIES WITH APPLICABLE CODE REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE SUBMITTING A BID OR PROCEEDING WITH THE WORK. 15. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO EARTHWORK, FOUNDATIONS, SHORING, AND EXCAVATION. ANY UTILITY INFORMATION SHOWN ON THE DRAWINGS AND DETAILS IS APPROXIMATE AND NOT NECESSARILY COMPLETE. 16. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE PROCEEDING WITH THE WORK. STRUCTURAL CERTIFICATION 1. 1 CERTIFY THAT THE PLANS AND SPECIFICATIONS COMPLY WITH THE STRUCTURAL PORTION OF THE FLORIDA BUILDING CODE SIXTH EDITION. FILE cnpy 2x4 BRACING (E) GABLE END TRUSS > @ 45° EA. SIDE GALV. FLASHING 2x4 BRACING @ 45° EA. SIDE REVIEWED FOR 2x6 BLOCKING VERIFY 2x4 BLOCKING @ 4'-0" O.C. CODE COMPLIANCE FROM GABLE END FOUR SPACES BETWEEN TRUSS BOTTOM CHORDS ST` I" uC+IE COUNTY�pdaaxrarrrrr� \ ry 2x6 BLOCKING se "— (2) 16d COMMONS END ss NAILED TO 2x4 VERT. (E) FINISHES TO REMAIN 8 10d NAILS AS SHOWN TYP. SCANNED r STATE OF BY'O , '�ZORIt7P �s°° 16d COMMONS END (E) STUD WALL TO REMAIN St. Lucie Countv L � 41LED TO 2x4 VERT. ' ,®®„m lfi SECTION 2 SCALE: 3/4" = V-0" 51 ©©0©fmlim rnp rn w C N NO 0)z W LU M U) Q LL Cr o Q O O WNCo W (+°) (0 _JOp') LL 0) O =2LDt� p Q N N N m � v LID 000'aLL �- W CD In uo Cl— rn A Co N (o N `✓ C as J J W LL w w zw� W_ m d LU U_ Vo LiU) Zw Q00 U c� �O < u) Q V' QU Zod0 zd'z 02�LLI w Wgz LU LL] _ I^wo Vm_j Q• z -Wm*° W Z Z Q J Q U) � 0— 0 00U0 U0�oZS Z LL U) LU U)<Z0 Z Q xaQZ W LLI U Z w U) m C%)JN W:5C j/ CO U m Cb Zap r- ti Q 0 O J W w U W 0- 0 LL 4 ODO FO VI LAMI R ;�F . P.E.#61000 ,p TE: 03-19-2019 SHEET S1 OF 1 19-0035 PERMIT SET